Method for damping the load swing of a crane

Description

[0001] The invention relates to a method for damping the load swing of a crane during the traversing motion of a load-carrying trolley and/or a trolley-carrying bridge when the trolley/bridge is controlled by giving the traversing drive of the trolley/bridge a velocity reference corresponding to the desired traversing direction and velocity, said method being according to US 5 219 420 A, and the preamble of claim 1. The invention thus relates to a method for controlling the traversing drive of a crane in such a manner that undesired after-oscillation of the load is eliminated after the desired changes in velocity.

[0002] The swing of a load suspended on a hoisting rope causes problems when a crane is used to handle material. Depending on the mass of the load, quite a significant amount of kinetic energy is bound in the swinging load, which may cause dangerous situations or damages either to the load itself or to the environment. It also takes an inexperienced operator some time to control the swing when the load is deposited, since the correction movements must be correctly timed and of an appropriate magnitude. It is thus a demanding task to stop the traversing motion at a correct point in such a way that no swing of the load occurs. The deposition of the load therefore often takes as long a time as the actual traversing motion. Undesirable swing thus reduces the efficiency of a crane.

[0003] Load swing has been studied to a great extent, and automatic solutions have been developed. The conventional solutions can be divided into two main categories: 1) control based on feedback data, and 2) open control based on advance calculations of suitable acceleration and deceleration ramps.

[0004] Systems based on feedback control require information on the position of the load with respect to the lifting trolley; the control algorithm arrests the load swing on the basis of this information. These systems operate excellently at least in laboratories, but the problem with them is that they are complicated and expensive, and the sensor arrangement is difficult to implement and unreliable in practice. The advantage of feedback systems is their ability to compensate for the effect of external disturbances, such as wind.

[0005] The advantage of open systems is that they are uncomplicated and inexpensive, wherefore they are useful in practical implementations. The system needs information merely on the length of the hoisting rope, which can be measured in many different ways. In connection with vector adjustment of a cage induction motor, for example, the length of the hoisting rope can be measured for free by means of a pulse tachometer included in the system.

[0006] U.S. Patent No. 5,219,420 as closest prior art discloses a crane control method similar to the one described in the introductory paragraph. The swing-compensating control disclosed in the U.S. patent comprises a first and a second acceleration reference. Alternatively, the unrealized parts are appropriately removed from the acceleration sequences. The change in velocity, in turn, is provided by forming new acceleration sequences, which change the velocity so that it corresponds to the new set value without the occurrence of any swing. The acceleration which changes the velocity can be switched on immediately, but the acceleration which compensates for the swing cannot be switched on until the pendulum has swung to its extreme position, which retards the control of the crane. Moreover, the calculations needed in the method are relatively complicated.

[0007] European Patent Application No. 583,268 discloses a method of controlling a crane wherein the swing is actually not compensated for; instead, when the velocity reference changes, the control sequence providing the desired change in velocity is added to the existing control sequences. Since individual control sequences do not cause swing as such, there exists no need for swing compensation, i.e. it is not necessary to calculate the acceleration compensating for the swing. The application thus discloses a control method which as such does not cause swing. Consequently, swing - e.g. caused by the length of the hoisting rope, which changes during acceleration - cannot be compensated for.

[0008] The object of the present invention is to provide such a control method based on open control where the above limitations do not have to be taken into account. This is achieved with a method according to the invention, which is characterized by the characterising portion of the ensuing claim 1. The method allows the velocity reference to change at any time, even during acceleration or deceleration. When the desired final velocity is achieved, the swing of the load is eliminated.

[0009] Suitably the second acceleration (a₂) providing the desired change in velocity is switched on for a time determined by the instantaneous swing time constant (τ) of the pendulum.

[0010] The compensating acceleration used in the method of the invention is preferably proportional to the diameter of the circle which, in a system of rectangular coordinates defined by the swing velocity and the deviation from equilibrium, runs through the origin and the point determined by the velocity of the swing and the deviation from equilibrium prevailing at the moment of change of the velocity reference.

[0011] If the compensating acceleration is switched on immediately, its duration t_a1 is determined from the formula

where τ is the instantaneous swing time constant, and Θ that central angle which is defined by the point determined by the swing velocity and the deviation from the equilibrium when it moves along the circumference of the circle in a clockwise direction to the origin.

[0012] If the compensating acceleration is switched on when the pendulum formed by the load has reached its extreme position, its duration t_a1 is determined from the formula

where τ is the instantaneous swing time constant of the pendulum.

[0013] In the following, the invention will be described in greater detail with reference to the accompanying drawings, in which

Figure 1 shows a figure drawn by the pendulum during an acceleration sequence of one swing time constant in a scaled system of coordinates,

Figure 2 shows circles drawn by the pendulum during the highest permissible acceleration of one swing cycle in both directions, and the maximum swing obtainable by discontinuing the acceleration in a scaled system of coordinates, and

Figure 3 shows a circle running through the origin and the point corresponding to the state of the pendulum at the moment of change of the velocity reference in a scaled set of coordinates.

[0014] The control method of the invention comprises continuously determining the swing time constant τ, the swing velocity V and the swing angle α of the pendulum. The pendulum formed by a suspended load is assumed to behave as a mathematical pendulum; the swing time constant τ can be calculated if the length of the swing arm l is known:

[0015] When the swing velocity V and the swing angle α are calculated, the maximum swing is assumed to be so small that, in practice, linearization

does not cause an error. The swing velocity V_i of the pendulum and the deviation S_i from equilibrium at a time instant i are determined by means of acceleration a of the crane trolley or bridge, obtained from the traversing drive, and the measured length 1 of the hoisting rope by a Δ-method as follows:

[0016] To allow the phase of the swing and the corresponding acceleration to be determined, the calculated absolute values must be appropriately scaled. The scaling is performed by the use of swing velocity and swing angle values obtained from an initial state where no swing occurs with the highest permissible acceleration a_max:

[0017] Thus, the relative values for deviation s_i from equilibrium and swing velocity ν_i are obtained as follows:

[0018] In the resulting scaled system of sv coordinates, the figure drawn by an acceleration sequence of one swing time constant τ will thus be a circle according to Figure 1.

[0019] Stopping the acceleration started from an initial state where no swing occurs after half a swing cycle will result in the maximum swing obtainable during one acceleration sequence. Figure 2 shows this maximum swing obtainable by stopping the acceleration, and the circles drawn by the pendulum during the highest possible acceleration of one swing sequence in both directions. Figure 2 also shows the directions of rotation of the circles drawn by the pendulum during acceleration sequences in both directions. It should be noted that the term 'acceleration' is also used to refer to deceleration, i.e. acceleration against the direction of velocity.

[0020] From Figure 2 it can be deduced that, starting from an arbitrary initial state, the compensation for swing can be divided into two different cases:

1) The point illustrating the state of the pendulum is located within the area defined by the maximum acceleration or deceleration sequence. These circular areas are indicated in Figure 2 by reference numeral 1.

2) The point illustrating the state of the pendulum is located outside the area defined by the maximum acceleration or deceleration sequence but within the circle illustrating the maximum swing. These areas are indicated in Figure 2 by reference numeral 2.

[0021] When a crane is controlled by the method of the present invention, the swing, in principle, never extends outside area 2 in Figure 2. In other words, the swing of the load during changes in velocity is limited to the value corresponding to the maximum acceleration of the drive.

[0022] The compensation for swing in area 1 will be examined at first. In this area, it is possible to proceed from any point to the origin by switching on acceleration corresponding to a circle which runs through the origin and the point corresponding to the instantaneous state of the pendulum. The duration of the acceleration corresponds to the length of the arc between these points. Such a circle is shown in Figure 3. The circle and the length of the arc comprising the remaining part of the circumference are calculated according to the following procedure:

[0023] The variables shown in Figure 3 are calculated at first: R is the distance of point P (= s_i; v_i), representing the state of the pendulum, from the origin; R₁ is the radius; ϕ is the angle between vector R and the positive s-axis in the clockwise direction; and Θ is the central angle defined by point P, representing the state of the pendulum, when it moves along the circumference of said circle in a clockwise direction to the origin.

[0024] The parameter AREA, pertaining to areas 1 and 2 defined in connection with Figure 2, determines which compensation strategy is selected. It is determined on the basis of the length of the radius R₁ as follows:

[0025] Thus, if R₁≤0,5, the pendulum is located within area 1 of Figure 2, and the compensating acceleration can be switched on immediately. Variable R₁ or the diameter 2R₁ of the circle corresponds to this acceleration, and angle Θ corresponds to the time t_a1 it takes the pendulum to proceed to the origin. The time in seconds can be obtained by means of the swing time constant:

[0026] In addition, the direction coefficient k must be calculated for the acceleration a₁:

[0027] Thus, the absolute acceleration compensating for the swing is calculated as follows:

[0028] It is unlikely that this acceleration pulse will provide the desired change in velocity for the traversing motion. It is therefore necessary to add to it acceleration which as such does not cause swing but provides the desired change in velocity. This will be dealt with more closely later on. Compensation in area 2 of Figure 2 will be examined in the following.

[0029] The acceleration leading to the origin in area 2 cannot be switched on immediately, as its absolute value would be higher than the maximum acceleration permissible to the traversing drive, i.e. 2R₁ would be higher than 1. The compensating acceleration could, in principle, be switched on as soon as area 1 is reached, but, in practice, it is easier to calculate the time it takes the pendulum to reach its extreme position - or to proceed to the s-axis in the system of coordinates of Figure 2 - and to switch on the compensating acceleration only at this point. In this case, the pendulum is most probably (theoretically always) located in area 1 or at least at its boundary.

[0030] The swing time to the extreme position is obtained by means of the previously calculated angle ϕ:

[0031] The duration t_a1 of the compensating acceleration is naturally half of the swing time constant τ of the pendulum (the distance to the origin corresponds to half of the circumference of the circle):

[0032] The direction coefficient k is determined as follows:

[0033] If v₁ is zero, the direction coefficient is calculated from formulae (12). The absolute value of the accelaration a₁ to be switched on corresponds to the previously calculated distance R from the origin; thus, its absolute value is:

[0034] The swing-compensating acceleration a₁ thus calculated provides the change ΔV₁ in velocity

[0035] As in the case of area 1, it is still necessary to add to acceleration a₁ a suitable acceleration a₂ which as such does not cause swing but aims at providing the desired change in velocity. The duration of acceleration a₂ is the instantaneous swing time constant τ of the pendulum, and it is switched on immediately when the velocity reference V_ref changes. The required acceleration a₂ is calculated according to the following procedure, where ΔV₂ is the change of velocity resulting in the final velocity, and V_olo is the instantaneous value of velocity:

If ΔV₁ and ΔV₂ are with like signs, the absolute value of acceleration a₂ is selected to be:

[0036] Thus the final acceleration a₂ can be expressed as:

[0037] If ΔV₁ and ΔV₂ are with different signs, the following formula is selected:

[0038] The final acceleration a₂ can thus be written in the form:

[0039] If it has been necessary to select the first one of the limitations of Formulae (20) and (22), accelerations a₁ and a₂ together cannot provide the desired change in velocity. In this case, it is necessary to use, in addition to the two accelerations mentioned above, a third acceleration a₃, which is parallel to acceleration a₂. The magnitude of acceleration a₃ is calculated as follows:

Acceleration a₃ is switched on immediately after acceleration a₁ has been performed, if the condition

is true. In the opposite case, it is not switched on until after acceleration a₂ has been performed, i.e. one swing time constant after the velocity reference has changed.

[0040] Theoretically, the system described above operates with a constantly changing velocity reference. In practice, the velocity reference must be stepped, or the calculation must be performed only if there is a significant change in the velocity reference; otherwise new values may have to be calculated continually for acceleration sequences, whereby the cumulative timing and rounding errors gradually distort the result.

Claims

1. A method for damping the load swing of a crane during the traversing motion of a load-carrying trolley and/or a trolley-carrying bridge when the trolley/bridge is controlled by giving the traversing drive of the trolley/bridge a velocity reference (V_ref) corresponding to the desired traversing direction and velocity, said method comprising determining substantially continuously the acceleration (a) of the trolley/bridge, and the instantaneous swing time constant (τ), swing velocity (v_i) and deviation (s₁) from equilibrium of the pendulum formed by the load, and when the velocity reference (V_ref) changes, determining a first acceleration (a₁) compensating for the instantaneous swing, and a second acceleration (a₂) providing a desired change in velocity, said second acceleration (a₂) being switched on immediately when the velocity reference (V_ref) changes, characterised in that the first acceleration (a₁) is either switched on immediately when the velocity reference (V_ref) changes or is switched on when the pendulum formed by the load has reached its extreme position if the compensating acceleration, if switched on immediately, were to exceed the maximum acceleration (a_max) permissible to the traversing drive.

2. A method according to claim 1, characterised in that the second acceleration (a₂) providing the desired change in velocity is switched on for a time determined by the instantaneous swing time constant (τ) of the pendulum.

3. A method according to claim 1 or 2, characterized in that the compensating acceleration (a₁) is proportional to the diameter of the circle which, in a system of rectangular coordinates defined by swing velocity (v) and deviation (s) from equilibrium, runs through the origin and the point determined by the swing velocity (v_i) and deviation (s_i) from equilibrium prevailing at the moment of change of the velocity reference (V_ref).

4. A method according to claim 3, characterized in that if the compensating acceleration (a₁) is switched on immediately, its duration (t_a1) is determined from the formula

wherein τ is the instantaneous swing time constant, and Θ is the central angle defined by the point determined by the swing velocity (v_i) and the deviation (s_i) from equilibrium when it moves along the circumference of said circle in a clockwise direction to the origin.

5. A method according to claim 2, characterized in that if the compensating acceleration (a_i) is switched on when the pendulum formed by the load has reached its extreme position, its duration (t_a1) is determined from the formula

wherein τ is the instantaneous swing time constant of the pendulum.

Ansprüche

1. Verfahren zur Dämpfung der Lastschwingung eines Krans während der Bewegung einer lasttragenden Laufkatze und/oder einer eine Laufkatze tragenden Brücke in Längsrichtung, wenn die Laufkatze/Brücke gesteuert wird, indem dem Antrieb in Längsrichtung der Laufkatze/Brücke eine Geschwindigkeitsreferenz (V_ref) vorgegeben wird, die der gewünschten Richtung und Geschwindigkeit der Bewegung in Längsrichtung entspricht, wobei das Verfahren umfaßt: im wesentlichen kontinuierliches Bestimmen der Beschleunigung (a) der Laufkatze/Brücke sowie der momentanen Schwingungszeitkonstante (τ), Schwingungsgeschwindigkeit (v_i) und Abweichung (s_i) vom Gleichgewicht des durch die Last gebildeten Pendels und, wenn sich die Geschwindigkeitsreferenz (V_ref) ändert, Bestimmen einer ersten Beschleunigung (a₁), die die momentane Schwingung kompensiert, sowie einer zweiten Beschleunigung (a₂), die für eine gewünschte Änderung der Geschwindigkeit sorgt, wobei die zweite Beschleunigung (a₂) sofort eingeschaltet wird, wenn sich die Geschwindigkeitsreferenz (V_ref) ändert, dadurch gekennzeichnet, daß die erste Beschleunigung (a₁) entweder sofort eingeschaltet wird, wenn sich die Geschwindigkeitsreferenz (V_ref) ändert, oder eingeschaltet wird, wenn das durch die Last gebildete Pendel seine Extremposition erreicht hat, falls die kompensierende Beschleunigung, falls sofort eingeschaltet, die für den Antrieb in Längsrichtung zulässige maximale Beschleunigung (a_max) überschreiten würde.

2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß die zweite Beschleunigung (a₂), die für die gewünschte Änderung der Geschwindigkeit sorgt, für eine durch die momentane Schwingungszeitkonstante (τ) des Pendels bestimmte Zeit eingeschaltet wird.

3. Verfahren nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die kompensierende Beschleunigung (a₁) proportional zum Durchmesser des Kreises ist, der in einem durch Schwingungsgeschwindigkeit (v) und Abweichung (s) vom Gleichgewicht definierten System rechtwinkliger Koordinaten durch den Ursprung und den durch die im Moment der Änderung der Geschwindigkeitsreferenz (V_ref) vorherrschende Schwingungsgeschwindigkeit (v_i) und Abweichung (s_i) vom Gleichgewicht festgelegten Punkt verläuft.

4. Verfahren nach Anspruch 3, dadurch gekennzeichnet, daß, falls die kompensierende Beschleunigung (a₁) sofort eingeschaltet wird, ihre Dauer (t_a1) aus der Formel

bestimmt wird, wobei τ die momentane Schwingungszeitkonstante ist und Θ der durch den durch die Schwingungsgeschwindigkeit (v_i) und die Abweichung vom Gleichgewicht (s_i) bestimmten Punkt definierte Mittenwinkel ist, wenn dieser sich im Uhrzeigersinn gegenüber dem Ursprung entlang dem Umfang des Kreises bewegt.

5. Verfahren nach Anspruch 2, dadurch gekennzeichnet, daß, falls die kompensierende Beschleunigung (a₁) eingeschaltet wird, wenn das durch die Last gebildete Pendel seine Extremposition erreicht hat, ihre Dauer (t_a1) aus der Formel

bestimmt wird, wobei τ die momentane Schwingungszeitkonstante des Pendels ist.

Revendications

1. Procédé d'amortissement du balancement de la charge d'une grue pendant le mouvement de translation d'un chariot porte-charge et/ou d'un pont porte-chariot lorsque le chariot/pont est commandé en communiquant à la commande de translation du chariot/pont une vitesse de référence (V_ref) correspondant au sens et à la vitesse de translation souhaités, ledit procédé comprenant les étapes qui consistent à déterminer de manière essentiellement continue l'accélération (a) du chariot/ pont, et la constante de temps (τ) du balancement instantané, la vitesse de balancement (v_i) et la déviation (s_i) par rapport à la position d'équilibre du pendule formé par la charge, et, lorsque la vitesse de référence (v_ref) change, déterminer une première accélération (a₁) compensant le balancement instantané, et une deuxième accélération (a₂) réalisant un changement de vitesse souhaité, ladite deuxième accélération (a₂) étant choisie immédiatement après que la vitesse de référence (v_ref) a changé, caractérisé en ce que la première accélération (a₁) est appliquée soit dès que la vitesse de référence (v_ref) a changé, soit dès que le pendule formé par la charge a atteint sa position extrême, si l'accélération de compensation, dans le cas où elle est appliquée immédiatement, excédait l'accélération maximale (a_max) admissible pour la commande de translation.

2. Procédé selon la revendication 1, caractérisé en ce que la deuxième accélération (a₂) réalisant le changement de vitesse souhaité est choisie pour une durée prédéterminée par la constante de temps (τ) du balancement instantané du pendule.

3. Procédé selon la revendication 1 ou 2, caractérisé en ce que l'accélération de compensation (a₁) est proportionnelle au diamètre du cercle qui, dans un système de coordonnées rectangulaires défini par la vitesse de balancement (v) et la déviation (s) par rapport à la position d'équilibre, passe par l'origine et le point déterminé par la vitesse de balancement (v_i) et la déviation (s_i) par rapport à la position d'équilibre, qui prévalent au moment du changement de la vitesse de référence (v_ref).

4. Procédé selon la revendication 3, caractérisé en ce que, si l'accélération de compensation (a₁) est appliquée immédiatement, sa durée (t_a1) est déterminée par la formule

où τ est la constante de temps du balancement instantané et θ est l'angle central défini par le point déterminé par la vitesse de balancement (v_i) et la déviation (s_i) par rapport à la position d'équilibre, lorsqu'il se déplace le long de la circonférence dudit cercle, dans le sens des aiguilles d'une montre par rapport à l'origine.

5. Procédé selon la revendication 2, caractérisé en ce que, si l'accélération de compensation (a₁) est appliquée lorsque le pendule formé par la charge a atteint sa position extrême, sa durée (t_a1) est déterminée par la formule

où τ est la constante de temps du balancement instantané du pendule.

Drawing